2003-908 Saturn of the Adirondacks TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: P20030908 Application Number: A26030908
Tax Map No: 523400-302-007-0001-014-000-0000
Permission is hereby granted to: SATITRNOF THE ADTRONT)ACKS
For property located at: 92 QUAKER Rd
in the Town of Queensbury,to construct or place
at the above location in accordance with application together with plot plans and other information hereto filed
and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning
Ordinance. Type of Construction Value
Owner Address: NORTHEAST AMERICAN REALT Sign
1769 CENTRAL Ave Total Value
ALBANY,NY 12205-0000
Contractor or Builder's Name /Address Electrical Inspection Agency
SAXTON SIGN CORP.
P.O. BOX 163
EAST GREENBUSH. NEW YORK
Plans&Specifications
2003-908 SATURN OF THE ADIRONDACKS
61 SQ FT FREESTANDING SIGN AS PER APPLICATION
Sign Copy: Used Cars from Saturn
Sign No. 3
$122.00 PERMIT FEE PAID-THIS PERMIT EXPIRES:
(If a longer period is required,an application for an extension must he made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the T ueen e e y,February 04, 2004
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
FILE No.590 12J33• ` 2 PN 32�06 ID:TOWN OF OUE✓NISBURY FAXav38 745 4�I3i PAGE 3
Fee Paid.
TOWN OF QUEENSBURY
742 Bay Road, Qu nsbury, NY 128(9 Approved By:
(518) 761-8256 Pe' rn,it
SIGN PE IT APPLICATION
THE FOLLOWING ,INFORKATIDN IS REQUIRED: �.
1. Detailed drawing or photo of- sign.
_
2. Plot plan of location- of sign.
3. Wi-itteh consent of the owner of the building or 'land,
OWNER OF PROPERTY �Ahr4l? ea /7,2a Ca.6. P L L C i r t
ADDRESS 1 ( G - TE �, lp - SDf
NAME OF APPLICANT cJ GL i (_ .'r
ADDRESS Y . p yX �l�.- CAS � i,lxty �TES.. 6
SgTURAJ -oF /-��j. orally MKS
TYPE AND LOCATION � Laf�T4
Check What Applies: Existing _ Permanent Projecting Sign.
Temporary — Non�confam no Existing
_ Free-Standin-g�� Nest
Location: Tax Map !Number
Address
Proposed :Setbacks from Property Line (front) �� (side)'
If: sign is to be illuminated, 'please check appropriata'box:
Ihterna� (v), External ( )> Incadescent ( }, Neon { ), Other { ) ON �
Stan; 5` 12,a2
Size of Si.gn, Mirth ,i7p(c:15` ft. Length ' ft, �.
Total Square Footage:
Sign Copy:
�)
Color and Material Q t6 Used, y i ��{{
K6� /,1ti,ln Lilt�41(,AlM!/}tt 11
Signature: J
C' cle n pp icanc. 6wner, contractor or agent,
I IrEREBY AUTHORIZE APPLICANT To PLACE A SI90 W lid' PROP-RYT 6R BUIL D1,91G
Stgpnature of Property flaner-
FILE No.590 I2/11 .'02 PM 1.2:06 ID:TOWN OF QUEEMSBURY FAX:598 745 443-17 'DAGE1
. �. TOWN OF QUEENSBURY Fee Paid.,
742 9Ay Road, Quecnsbury, NY 12804 Approved By
256
SIM PEIN11 APPLICATION
THE FOLLOMINO INFORM Tnhl IS REOOIREI7:
I. Detailed drawing or photo of sign.
z. P1ot plan of location of sign.
3. Written consent of the owner of the building or 7a,nd.
OWNER OF PROPERTY _-v4A & me ADDRESS
' gs TE (� oo
NAME OF APPLICANT ..�)) i p, .117,Ar
ADDRESS
19
al o SAl a Z Vdnl1 �MKS
TYPE AND LOCATION QuaRn- RO
Check What Applies: Existing Permanent -Projecting Sign
Temporary i Non-canformTnT
9 Existing
Free-Standfrrgle Wal New
Location: Taff Map N'Umber
Address _ a�... ..._
Proposed Setbacks from Property Line (front) /L�(si_de)
If: sign is to be illuminated, pl.e4se check appropriate bore:
Interna'I (t/)> External a Incadescent. ( D n Neoax { }4 Other
5
sly : ' l2 a'
Size of Sign: Niith �r�le:�5` ft. €.engt_ h
Toial Square Footage: 3 \ �1
r �?,U
Sign Copy: S ���y 1�.or � I
Color and Material To Re Used: �;�>1�����%�1�G.mt�)urn � �►S�`�
Signature:
cle ®-,he ,t. r co€atractur or agent,
1 HEREBY AUTHORIZE A PL I CIM€ TO PLACE PROPERTT OR U I LIn Y IN ,.
Signature Of P er y finery � 7
r i L t No.bW 12i 11 '02 PM 12*6 I D;TOWN OF QUEENSBURY FAX-518 745 4437 PAGE 1
`OWN F'Q.UEENTSBURY Fee Paid:
L,
742 Bays Road, Queensbdry, NY 128()4 Approved By:
(518) 761-8256 Pbrmit # :
SIGN PEIWIT APPLICATION
THE FOLLOWING INFORMATION IS REQUIRED:
I. Detailed drawing or photo of Sign.
2, Plot plan of .location of sign.
3. Written consent of the owner of the building or land.
OWNER OF PROPERTY
ADDRESS 17�r 1 (`7 mom/ /!: , � / �1� TEL.
NAME OF APPLICANT ,j
ADDRESS 11 • clx' � � ; �� -- ��-_ TEL.
BUSINESS NAME IF OIFFEREf T: _ .r)��{�j
TYPE AND LOCATION
Check What Applies: "Ais' __ Permanent: t/ Projecting Sigh —
Tgmporary -- .Non-�cohfot��g. Existing -- —
Free-5tariding__ wall.
New --
Location, I'ax Map Number
Address �y —
Proposed Setbacks from Property Line (front) (side)
If sign is to b 1 l`I UMI nated, please check a0propri a A box'
Internal (-J� rxternal ( }$ Incadescent ( } , Neon ( }, Other ( �
Size of Sign: Width ft. Length- g 1Z3 � rta
Total Square Footage: e 5D
Sian Copy: �'�� �As?5 IZ//7YYJ,����'t11i Gt�/Tjf A-�1._1✓ �—_
Color- and i~`ia t e p i a i To Be Used;iircla
is Y1n:-5i�u:.DT i� t 4y� « � "a..3.»4�d 60, ,tau
FILE No.590 12/11 '02 PN 12:t}6< ID:TOWN OF OUEENSBU�Y FAX=518 745 4437 PAGE 1
a.� TOWN.OF Q�. EF.L\TSBURY Fee Paid:
742 Bay Read, Quftnsbury, NY 12804 Approved By:
(518) 761-8256 Permit 0:
SIGN PERMIT APPLICATION
THE�ING INFORMATION IS-REQUIRED:
I. Detailed drawing or photo of sign.
Z, Plot plan of location of sign.
3. Written consent of the owner of the /building or land,
OWNER OF PROPER ITy k�
ADDRESS A`a TEL,
NAME OF APPLICANT Y-I-bxj JAj,4AJ Aim'
ADDRESS Z� % L /lrr.��
BUSINESS NAME IF DIFFERENT:
TYPE AND LOCATION
Check What Applies-, Exfstinq _ Permanent -f/ Projecting Sign
Temporary Non-conformT�gExisting
Free-5taradir�cl wall , New � P
Location- Tax Map Number
Address
Proposed Setbacks from Property Line (front) (side)
If sign is to be ill UmInated, please check .appropria 6 bog!
Intern61 ( , External ( ), Incadescent ( } o Neon ( }v Other ( )
Sipe of Sign: Width .� ft. Lenqth 1D ft,
Total Square Footage:
Sign Copy:
"crEor end iaLerial io Re Used;
4
t f rc le
¢ '; IpIYC,a Mlir€ea a cdlPFtractar dr.. agent
Ka R'?;tly Aiff OR?s r r1r-P."11.UN T', P r ^•, rn a"j w cctt��
H LE No.b9O 12/1 Z .'Q2 PM .12:46 I D:TOWN OF dUEENSBU�Y FAX:518 745 4437 PAGE 1
o
�5 ' 'OWN Or QUEENSBURY Fee Paid:
742 By Road,
Queerasbaarlr, NY 12804 Approved E1y.
(518) 76.I-8256 Permit fib:
SIGN PERnIiT APPLICATION
THE FOLL014YNG INFORMATION IS RE UTRED:
1. Detailed drawing or photo of sign.
Z, Plot plan of location of sign.
3. Written consent of the owner of the building or land.
OWNER OF PROPERTY7AL, y CTz/ / Lam'
r
ADDRESS �br flq�sr
__� r 10 TEL. t 50Qt�
NAME OF APPLICANT
ADDRESS �
t TEL.
BUSINESS NAME TF DIFFERENT: ���ti � Li�1lr�iiAJy�fl
TYPE AND LOCATION
Check What Applies: Existing _ Pernianent V Projecting Sign
TeMporary .r Non-coffom�gExisting �
free-5tar►dinq .. _ tall 7
_...._ New
Location; Tax Map !Dumber
Address1�� _i
Proposed Setbacks from Property Lire (front) � (side)
If sign is to be i l l umi na-ted, please check appropri a`-4 box:
In`erraal ( )a External Incadescent ( 90 Neoax ( ). Other ( $
Site of Sign: Width ' ft. Length ..�.5 � ft, i
Total Square Footage:
Sian Copy; ��/���11� ���- 7, dXj
C ca 1 o r- a ra d Material 7o Re
U sad: j C.�..���...JVe--l1+.Z•.L�tiio�try��$4FybyT..9�+ ,Cd�.�Yevtce t nn�
t(( (( FMa m��t, p J.�- -
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Saturn o the Adirondacks ,
SUPPLY&INSTALL(1)ONE SET OF STANDARD ILLUMINATED LOGO&LETTERS
�j
LOGO•ALUMINUM FACE&RETURNS LETTERS•WHITE#2447 ACRYLIC FACES
Il 746
FINISHED BENJAMIN MOORE 857.WHITE WITH FACE APPLIED DAY•NITE FILM#3635.91 /
FACE ROUTED OUT&BACKED UP WITH 3M GPS 366114HA PROTECTIVE COATING FILM ✓
CYRO 260'RED ACRYLIC RETURNS ALUMINUM FINISHED BENJAMIN MOORE
H2O:FLUORESCENT ILLUMINATION
857 WHITE WITH 'WHITETRlM CAP C�
WHITE NEON ILLUMINATION•THRU WALL
t'LW e
Service Rece tion
- SUPPLY&INSTALL INDIVIDUAL'MOULDED BLACKNON L 0
•I LUMINATEOACRYLIG LETTERS' j 1�
(1)ONE SET OF 16"HIGH"WELCOME"LETTERS•UNIVERS BOLD
r1�t�
(1)ONESET OF'0'HIGH"SERVICE RECEPTION"LETTERS•UNIVERS BOLD .'
CENTERED OVERJ BAY DOOR•PIN MOUNTED
Saturn of the AdRondacks
come
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WA I __..._...
*PATTISON
SIGN GROUP
55ffllesmereRoad
t. Toronto,Ontario;C da M1R 0
1 �,�' ,f Tel(416'`159ri111
jax,f 4161959.4965
81-511 Tol[Free I,800 268-�6536
' ivwwrpattisonsign,00m
Abision,of limPaeisonlndust6esLtd,
October6,2003 Date
R,Kenny Sales Rep
,i R,Ferrara Designer
Q.625" t
1� 3116°=1-0° Scale
6.9a
030802 Design No.
Revision Note
SATLR
_ _ SUPPLY&INSTALL(1)ONE PY*25 PYLON SIGN Jab No,
ALL ALUMINUM CONSTRUCTION FINISHED BENJAMIN MOORE 857 WHITE Customer
it Date
SATURN LOGO The aft worbdepiclodhoreln are aopytightand
25141ROUTED&BACKED UP WITH GYRO 248-0 RED ACRYLIC ere ndar�uihop be o(Psa(sodagneraor
sndassucheannothsreproduwdMwholesr
inpsrtwi1hodt Prior wriaen coned,
SATURN `
ROUTED&BACKED UP WITH P447 WHITE ACRYLIC
FACE APPLIED#3635.91 DAYNITE FILM WITH
3M GPS.36*114HA PROTECTIVE COATING FILM
H.O,RS,FLUORESCENT ILLUMINATION
SnTuRN
OF THE ADIRONDACKS
ALBANY,NY,
PY*25
I*PATTISON
SIGN GROUP
t 12t,2°
555Ellesmere Road
Toronto,Pntario;Cagada,UIR 4E8
Tel 416059-1111
�iFaz(4161*4965
idlI Free 1-9-268.6636
av,pettisansign.com
1 551'•3"
Used�C -
�� A Divisiaa ofJim Panison Industries ltd.
2141
St,Ont September 18,2003 Date
5.511 fromSaturn 9e
_ u-- P.Kenny Sales Rep
= R,Ferrara Designer,
=1'.0° Scale
030802 Design No,
Revision Note
Job No.
SUPPLY&INSTALL(1)ONE USED CARS PYLON.SIGN CustomerApproval
Date
ALL ALUMINUM CONSTRUCTION FINISHED BENJAMIN MOORE 857 WHITE
The a hs6c works depipsd herein are copyright and
aretheexclosbeprope Sign Group
and as such cannot be reproduced in whole or
25'-0" SATURN LOGO inPDA without Prior Maenroneena
ROUTED&BACKED UP WITH CYRO 248-0 RED ACRYLIC
ALL COPY&VERTICAL BAR „
ROUTED&BACKED UP WITH12447 WHITE ACRYLIC
FACE APPLIED#3635-91 DAY•NITE FILM WITH
3M GPS 3640.114HA PROTECTIVE COATING FILM
511TU�N
OF THE ADIRONDACKS
SIGN TOWARD STREET ALBANY,NY,
PE5.25
(5V`X 1Z-1 PENNANT-USED CARS)
(261 OVERALL HEIGn
This,_
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4'-3.625n.
V-911
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1'-8.5°.
SUPPLY&INSTALL(1)ON
ALL ALUMINUM CONSTRUi
SATURN LOGO
25'-011f ROUTED&BACKED UP WI'
SATURN
ROUTED&BACKED UP WI'
FACE APPLIED#3635-91 Di
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ROUTED,&BACKED UP WITH.
ALL COPY&VERTICAL BAR
ROUTED&BACKED UP WITH;
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(5'-V'X 12'-2"PENNANT-USED CARS)
(25'OVERALLHEIGHT)
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SUPPLY&INSTALL INDIVIDUAL,MOULDED BLACK NON41-L MINATED ACRYLIC LETTERS
(1)ONE SEF OF 1 'HIGH'WELCOME'LETTERS-UNIVERS BOLD
(1)O(VE'SEr OF O'HIGH"SERVICE AEGEPTKIN°LETTERS UNNERS BOLD "
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COPY
• Primary Full Function Facility brand identity sign.
Conveys a smooth aerodynamic, engineered shape
reflecting the image.of our ear,
p The curved face allows people to view the sign slightly
- ; longer as they pass by,
* The open area between the columns reduces wind
:'_r jh�{'>rl s-SM3:y <p;+3°}ti•.".:.• resistance, and reduces the apparent mass of the sign
`
makin
t lia ,' '- g it mor e compatible with local sign ordinances.
Construction:
' Painted aluminum cladding over a tubular steel frame.
r.��aki�?a�; The head is-routed aluminum with translucent acrylic
x.° r' plastic behind to fora,the graphics.
'i�A;,''��C ;:: : The lighted face'is backlit
,,• ,y $ by v, ctically rriaunted
`. fluorescent-tubes,
:{;<;rt.,,• Art'acrylic plastic called "Black-White`is used fiir'the
'SATURN' NASA W
• + 6rd►nark. This material appears
t'M ; black during and white a night wh
• :��� `; ; .. �,.� u ing the day, t g ert the sign
is lighted.
The retailer's name may not appear on the road sign.
: �`'". +•,'kr Dirpiensions.
10`x 10! sign head at standard heights of 26 , ' '
•. '�'� and.42' .�..~
'IY3 •,,4� f,y` ' • =v• :.8'x B-sign head at standard heights of 1 V, 20', and 23'
{. 5.5' x 5,5' sign'head at a standard height of 15'
{
Required
• Full Function Facilities
• New-Car Sales Only Facilities
* 'Prohibited at facilities where new car sales will -nit occur
Conditional
R Custom height orders for the sign!
Options
We of more than one pylon sign at Fulf Function Facilities and New Car Sales Only Facilities
' .. .. 'ylu�1, ``7 � �, ��, ��;t...�+-'r;tY•da:':'•t.i'�'f:ft"�� `�w'.';�tC:..1y`�}''�•t.•:'�,•'.G. .3it•�r.a��•',S?'..'•�.:#'�H••uy�.y::l <
Archlt®ci's ufde 1!9$ d6cpyrlght 1988 Satum Cbrporavon, U.S.A. AU Rights Reserved
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AV20/2063 09:40 518=792=0065 BARTLEMPONTIFF PAGE 03„
SECTION 5 E1CTERIOP? SIGNSSatum
AF
p. Primary Facility brand identity sign for the following facility.types:
Used Cars
-Service
' Service & Used Cars
* Express Maintenance
Paint-& Body Repair
Parts '
Clearly states and advertises the specific-tyiae df service bein
Facility. g offered at.the particular Saturn
"
Altered shape to,differentiate front the,Primary Pylon, and reiuired in height and mass so as not
to overshadow the Primary Pylon.
ArchltecYs Gur`de
' ; ,' `• �• �Capyrighf 1899 Safum Corporarkt»,U,S.q. Alt Rights flesorved
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t{ti: 1 :��a.s.1{y �:t h���:}' r.Ys'r t�1, _G.� :t. .w�.�:' - ��'? _ �`s ...�i.•.
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NORTH ELEVATION (QUAKER!ROA '
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STRUCTURAL
1.ALL STEEL CONSTRUCTION TO
10'-0" I'-II r_pn COMPLY WITH THE REQUIREMENTS
ALUM FACE,INCISED f I_6, 6'-0° 6 C6 X 62 CHANNEL OF CAN3-5I6-1118
BACKED UP
PTD BM e851 WHITE 2.ROLLED STEEL SECTIONS SHALL
mp HINGED FOR SERVICE COMPLY WITH C5A G40-21,GRADE
ALU
F6POTI2 HO FLUOR LAMPS s 9 1/2"OC 44 KSI
RED LOGO
CYRO 248-0 ACRYLIC -=1m 3.HSS SHALL COMPLY WITH C5A
sNoF —� n n G4021 GRADE 50 K51
n ¢ s 2"X2"XI/4"ANGLE
HO FLUOR LAMPS e 4"OC 4.ANCHOR BOLTS TO ASTM A36
WHITE ACRYLIC COPY CN1 (DOUBLE BANK)
3M e3635-91 DAY-NITE VINYL1-1
t 3M GPS 3640-114HA VINYL
SATMU COPY IS BLACK DURING _ ELEC
DAYLIGHT,WHITE®NIGN7
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COLUMN COVERS, n PT F96T 2
D WHITE
2'-I0" —3"X3"XI/4"HSS
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2"X2"X31I6"HSS
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PTD WHITE
ACCESS PANEL TO A-BOLTS `r
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BASE CLADDIWS
PTD WHITE 3"X3"XI/4"HSS '•q0N iO pf a°"m°"""•""°°"• °a
ELECTRICAL HANDHOLE REVISIONS
n g (4)2114 A-BOLTS®15"X12"OC
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2"X20"XI1"BASE fE P.KwN
CONCRETE BASE 6.9to enoveka
-(SEE BASE DWG FOR SPECS)
ELEVATION STRICT/ELECT ELEV
— Saturn Or Adfrcndacka
n69 Central A—
"0tlO Adx NY 12205
58981
PAMSON
SIGN GROUP
A DIVISION OF JIM PATnSON INDUSTRIES LTD.
PY1025OSS-MTOROXT. aSOARSOROUO'ONT..MI1—
STRUCTURAL
I.ALL STEEL CONSTRUCTION TO
COMPLY WITH THE REQUIREMENTS
OF CAN3-6I6-1`118
ALUM FACE,INCISED / 2.ROLLED STEEL SECTIONS SHALL
BACKED UP
COMPLY WITH CSA G40-21,GRADE PTD BM 0851 WHITE 44 KSI
HINGED FOR SERVICE 3.HSS SHALL COMPLY WITH CSA
' RED LOGO G4021 GRADE 50 KSI
�y CYRO 248_-� 4.ANCHOR BOLTS TO AS'iM A36
F,
A
0 WHITE ACRYLIC COPY CAU
——————————— 3M e3635-91 DAY-NITS VINYL ELEC
SATtRIN =3M GPS 3640-114HA VINYL
COPY IS BLACK DURING
DAYLIGHT,WHITE®NIGHT
COLUMN COVERS,
PTD WHITE
T ———————————
0 v
0 ^ OPEN
RADIUS END CAP
PTD WHITE "^
0NOTICE
" 1/8"ALUM BRACINGX.—. °ti .".'
e ;jam
BASE CLADDING REVISIONS
n PTD WHITE
m«P.
Km
� 8.8to aroveka
�' K1 OCL 1410
`* arr.urea
Saturn Of Adfrondacka
nee Cmkal A—
Abam NY 12205
ELEVATION
�f
PAMSON
SIGN GROUP
A DIVISION OF JIN PATTISON INDUSTRIES LTD.
Pl'1025 -3 ELLESYTORONTO 4S 8RD7OS9 UG'.-.NIR�E6
STRUCTURAL SPECIFICATIONS:
1/2"CAP IE CAU 3/4"0 NUTS WELDED TO U/S I.ALL STEEL CONSTRUCTION TO
(4)WELDED NUTS TO U/6 /-OF 1/2"CAP IF COMPLY WITH THE REQUIREMENTS
10"Xi0l,1-158 OF CAN3-516-M18
Cro x 82 2.ROLLED STEEL SECTIONS SHALL
C(o X 6.2 CHANNEL 0O COMPLY WITH CSA G40-21,GRADE
44 KSI
2"X2"XI/4"ANGLE r 1 HSS SHALL COMPLY WITH C5A
G4021 GRADE 50 KSI
-ro) @ 4.ANCHOR BOLTS TO ASTM A36
2"X2"XI/4"ANGLE
2"'X2"HSS
cr A SECTION A
L 4'-0" 10"XIC"X3/6"HSS, SCALE:I1/2"=I'-0" ELE
3" 4"X2 1/2"XI/4"ANGLE
---_4"X21/2 XI/4"X3"LG ANGLE (2)3/4"0 HOLES
BOTH SIDES OF HSS
uwo
0 2"X2"X3/16"HSS Ilk"3,1X3,W55 NOTI
--3"X3"XI/4"HSSTOP OF ANGLE 4 H55
ELECTRICAL HANDHOLIE TO BE FLUSH
5ECTION E3
Q REVISIONS
(4)24 A-BOLTS
SCALE: 11/2"-V-0"
2"BASE e
CONCRETE BASE 2"BASE E
(SEE BASE DWG FOR SPECS)
2I/*'#HOLES FOR
1-1 2�,*A-BOLTS I- QcL 14103
I>
Ltgey, �-ELECT HOLE
HSS VA — Saturn Or AchronclacAs
nbg C.&dl A-
ELETION — AWN NY 009
SCALE:1/4"=V-0"
RAMSON
SECTION C SIGN GROUP
A DIVISION OF JIM PATnSON INDUSMIES LM.
SCALE: 555 E—MERE . - NT
Il 0 ..MIR 4EE
P'T'1025 RD..—
TORONTO 416-759-1111
STRUCTURAL SPIECIFICATIONS:
NOTES
1.DIRECT ALL QUESTIONS CONCERNING THIS DESIGN TO NEON PRODUCTS
SIGN OUTLINE 2.DO NOT SCALE DRAWING
RE-BAR 3.CONCRETE SHALL BE READY MIXED,DESIGNED TO DEVELOP A MINIMUM
I'-3" 4'-9" 1'-3"' RE-BAR TIES COMPRESSIVE STRENGTH OF 3000 PSI WITH 49.TO(o OF ENTRAINED AIR IN 28
DAYS 4 PLACED IN CONFORMANCE WITH ACI 318-85.DO NOT ADD WATER TO
ANCHOR BOLTS CONCRETE ON SITE.
----------- --
-o o oP__20
00NCRETE BASE 4.REINFORCING STEEL SHALL CONFORM TO ASTM A615,GRADE 60 WITH
{ DEFORMATIONS CONFORMING TO ASTM A-305 4 SHALL BE PLACED IN
CONFORMANCE WITH ACI 318-95,
--- - 5.EXCAVATION TO BE IN COMPLIANCE WITH OSHA REGULATIONS 4 SHALL HAVEELEC
ELECTRICAL CONDUIT A LEVEL BOTTCM,FREE OF LOOSE SOIL,WATER DEBRIS. -ELECTRICAL SERVICE TO THE
2'-0" 6'-0" CONNECTION 6 E HE ALL SD
G/C
.WHERE FROST LINE EXCEEDS DEPTH OF BASE,EXCAVATE A MINIMUM OF 6" MOUNTED SIGNS IS T DEALER'S FROST LINE.
I RESPONSIBILITY
PLAN -TIME CLOCKS OR PHOTOCELLS
1.BEARING SURFACES FOR FOUNDATIONS SHOULD NOT BE DISTURBED OR LEFT ARE THE DEALER'S
EXPOSED DURING INCLEMENT WEATHER SATURATION OF THE ON SITE SOILS CAN RESPONSIBILITY
CAUSE A LOSS OF STRENGTH 4 INCREASED COMPRESSIBILITY.IF CONSTRUCTION -CONNECTION OF THE PRIMARY
OCCURS DURING INCLEMENT WEATHER WEATHER 4 PLACEMENT OF FOUNDATION ELECTRICAL SERVICE 15 REQUIRED
2"o A-BOLTS,42"MIN EMBEDMENT 15 NOT POSSIBLE AT EXCAVATION TIME,A LAYER OF LEAN CONCRETE SHOULD BY A QUALIFIED ELECTRICIAN 4 IS
8"LG HOOKS,4 8"OF THREAD BE PLACED ON THE BEARING SURFACE FOR PROTECTION. THE RESPONSIBILITY OF THE
8.ANCHOR BOLTS SHALL BE GUT FROM ROUND STOCK CONFORMINGTO ASTM DEALER
2"D LEVELLING NUTS A36.ANCHOR BOLTS SHALL BE PLUMB 4 SQUARE 4 ADEQUATELY BRACED TO ml —
PREVENT MOVEMENT DURING POUR NOTT
9.REINFORCING STEEL SHALL BE FREE FROM MUD,OIL,OR OTHER
NONMETALLIC COATINGS THAT DECREASE BOND. mom
i-IJ',1'.� ;1'_{': {;�. w a 10.MAINTAIN A MINIMUM OF 3"CLEARANCE FROM FACE OF CONCRETE TO ALL REVISIONS
.A. J^ \�{; w u REINFORCING STEEL UNLESS NOTED OTHERWISE.
11.DO NOT WELD REINFORCING STEEL.SIZE 4 PLACEMENT OF REINFORCING AS
�' I'"�'� •I. �;{'. PER DRAWING,SECURELY"TIED"TO PREVENT MOVEMENT DURING POUR
a•�1 -F �-' —:ram I-�-:
z { !� a' +�. !�. ELECT CONDUIT 12.DO NOT PLACE CONCRETE ON FROZEN GROUND ®"`P.
�v s.aw amvaw
POURED CONCRETE BASE 13.FOUNDATION 15 NOT DESIGNED FOR LOCATION WHERE THE SEASONAL sa.r-m
SET INTO UNDISTURBED 501L FLUCTUATION OF THE WATER TABLE RISES TO AN ELEVATION HIGHER THAN a u
STATED(6'-O") �....
SOIL CRITERIA
:...f`. I•.'. ' °-� Saturn Or Adlrondacks
FIRMDRYMO15T ORIGINAL MATTER
y_, + -1r ��.��, :• (6)08 VERTICAL REBAR n69 C.&dl A—
SAFE BEARING CAPACITY OF SOIL =2500 PSF A Nr mms
LATERAL SOIL BEARING CAPACITY OF 100 PSF/FT OF DEPTH 58981
3 0°4 (l)03 TIES X 30110 WIND CRITERIA
e18"OC
ELEVATION -30 P5F
ELECTRICAL LOAD PAMSON
CAISSON 5TYLE FOUNDATION -IlW AMPS a 12OV,(2)15 AMP CIRCUIT SIGN GROUP
A DIVISION OF JI4 PATTISON INDUSTRIES LTD.
Pyr'102�, 115
ELLES4TORONTO 45CANfN)R000 iONT.,411 4E!
STRUCTURAL 6PECIFICATIONSi
NOTES:
11 0 I.DIRECT ALL QUESTIONS CONCERNING THIS DESIGN TO NEON PRODUCTS
I'-3" 2.DO NOT SCALE DRAWING
SIGN OUTLINE 3.CONCRETE SHALL BE READY MIXED,DESIGNED TO DEVELOP A MINIMUM
I
�T�T I—T T T® COMPRESSIVE STRENGTH OF 3000 PSI WITH 4%TO 6%OF ENTRAINED AIR IN 25
I I I I 1 I I I DAYS t PLACED IN CONFORMANCE WITH ACI-95.DO NOT ADD WATER TO
RE-BAR a 12"OC CONCRETE ON SITE.
( I I I 1 I I I I
ANCHOR BOLTS 4.REINFORCING STEEL SHALL CONFORM TO ASTM A615,GRADE 60 WITH
DEFORMATIONS CONFORMING TO ASTM A-305 t SHALL BE PLACED IN
CONCRETE PAD CONFORMANCE WITH ACI 315-95.
4 I I 1 I 1 I 1 5.EXCAVATION TO BE IN COMPLIANCE WITH OSHA REGULATIONS t SHALL HAVE ELE
d 7I_ A LEVEL BOTTOM,FREE OF LOOSE SOIL,WATER t DEBRIS. -ELECTRICAL SERVICE TO THE
CONNECTION POINT OF ALL GROUND
1 I I I I I I I ELECTRICAL CONDUIT 6.WHERE FROST LINE EXCEEDS DEPTH OF BASE,EXCAVATE A MINIMUM OF 6" MOUNTED SIGNS 15 THE DEALER'S
1 I I I I ( I I I BELOW FROST LINE. RESPONSIBILITY
CONCRETE BASE -TIME CLOCKS OR PHOTOCELLS
'1.BEARING SURFACES FOR FOUNDATIONS SHOULD NOT BE DISTURBED OR LEFT ARE THE DEALER'S
1 I I 1 I 1 1 I 1 EXPOSED DURING INCLEMENT WEATHER SATURATION OF THE ON SITE SOILS CAN RESPONSIBILITY
CAUSE A LOSS OF STRENGTH t INCREASED COMPRESSIBILITY.IF CONSTRICTION -CONNECTION OF THE PRIMARY
+4 RE-BAR a 12"OG OCCURS DURING INCLEMENT WEATHER WEATHER t PLACEMENT OF FOUNDATION ELECTRICAL SERVICE IS REQUIRED
TOP t BOTTOM IS NOT POSSIBLE AT EXCAVATION TIME,A LAYER OF LEAN CONCRETE SHOULD BY A QUALIFIED ELECTRICIAN t IS
1'-3" 2' 6" 3'4," 2' 6" I'-3" BE PLACED ON THE BEARING SURFACE FOR PROTECTION. THE RESPONSIBILITY OF THE
P D PAD DEALER
2'.6.. 6'-0" 2'-6" 8.ANCHOR BOLTS SHALL BE CUT FROM ROUND STOCK CONFORMING TO ASTM
C/C A36.ANCHOR BOLTS SHALL BE PLUMB t SQUARE t ADEQUATELY BRACED TO
PREVENT MOVEMENT DURING POUR _ _NOTI
PLAN 2"a A-BOLTS,42"MIN EMBEDMENT 9.REINFORCING STEEL SHALL BE FREE FROM MUD,OIL,OR OTHER "�"`
8"LG HOOKS,t 8"OF THREAD NONMETALLIC COATINGS THAT DECREASE BOND. OE® :.
241 LEVELLING NUTS 10.MAINTAIN A MINIMUM OF 3"CLEARANCE FROM FACE OF CONCRETE TO ALL REVISIONS
REINFORCING STEEL UNLESS NOTED OTHERWISE.
CONCRETE PAD
11.DO NOT WELD REINFORCING STEEL.SIZE t PLACEMENT OF REINFORCING AS
PER DRAWING,SECURELY"TIED"TO PREVENT MOVEMENT DURING POUR
12.DO NOT PLACE CONCRETE ON FROZEN GROUND ®° P
.. .._ tt •—.r" .. �=r•a O Ll 8.810 erovNe
V:
.I'::J�; '�.L:�"I..;::', -.:''• 1•:�:1r`�I i:.`;;:`.� �u 13.FOUNDATION IS NOT DESIGNED FOR LOCATION WHERE THE SEASONAL � ���E'I: .<. ;„<•.,..y:, 1 .I, FLUCTUATION OF THE WATER TABLE RISES TO AN ELEVATION HIGHER THAN
STATED(6'-09 . .�.
'. SOIL CRITERIA
' ELECT CONDUIT
";I.>.'•. .,i;.�.`.,;.. :). .. ..'.',.'I...,r� �:. �^- Saturn Of Adtrondacks
k FIRM DRYJMOIST ORIGINAL MATTER
::;,r'].,.•:.�. I`:;t 1.:" POURED CONCRETE BASE n69CSIralA"
' SET INTO UNDISTURBED SOIL SAFE BEARING CAPACITY OF SOIL =2500 PSF Aux NY U205
'� @'�• LATERAL SOIL BEARING CAPACITY OF 100 PSF/FT OF DEPTH _
5awl
(6)%VERTICAL REBAR WIND CRITERIA
ELEVATION 04 RE-BAR 0 12"CC -30 PSF f
70P t 80770M
ELECTRICAL LOAD PAMSON
BLOCK 5TYL E FOUNDAT ION -11M AMPS a 120V,(2)15 AMP CIRCUIT SIGN GROUP
A DIVISION Or JIM PATTISON INDUSTRIES LTD.
555 ELLESY ERE <SOARSOR-1 1IDNT.,MIN 4E5
STRUCTURAL 6f-rmCIFICAT IONS,
12'-2" OW"A""FACE ELEC
C/W WADED STUDS
EXtRIZED ALL"
/-4*X4*>dn'GUSSET e END CAP
;CA.I,l
F;5A" CO(NTER-SLW
SS SCREW
SECTION A 31—W ACRYLIC COIFT r12TI2 LAMP 4.41'WW 2141 HS6
1 1/2"BASE E NOTI
mm9m"ALUM BRAKE FOR11M
N--COVER 2')d'>" ALLM ANGLE,
BOLT TO POLE,BOLT P10
TO BRACES
(b)13/44 A-DOLTS 0
EXTRUDED ALA" 1/81 ALUM REMavABLE REVISIONS
END CAP ACCESS f-AIEL
1/8 ALUMBRACES
WELDED TO COL"
F F- COVER
mws P.
o.L W/m
CaNTER-SLW
BB SCREWS
21XVS,ALL" — Saturn Of Adfronclacks
BACKER STRIP
r169 C.*dI A-
5ECTION 5 SECTION 0 — Abaj NY 12205
PAITISON
SIGN GROUP
A DIVISION OF JIM PATITSON INDUSTRIES LTD.
555 EUSSWERE RD,,SCARSDROUGH ONT.,MIR 4E8
TORONTO 416-759-till
` STRUCTURAL 9F--ffc-IFjr_AT1oW
NOTES:
I.DIRECT ALL QUESTIONS CONCERNING THIS DESIGN TO NEON PRODUCTS
2.DO NOT SCALE DRAWING
-- (6)%RE-BAR s 12"OC
3,CONCRETE SHALL BE READY MIXED,DESIGNED TO DEVELOP A MINIMUM
COMPRESSIVE STRENGTH OF 3000 PSI WITH 4%TO 6%OF ENTRAINED AIR IN 28
( I DAYS t PLACED IN CONFORMANCE WITH ACI 318-95.DO NOT ADD WATER TO
-F—� —— ®I ANCHOR BOLTS CONCRETE ON SITE.
I I I SIGN OUTLINE 4.REINFORCING STEEL SHALL CONFORM TO ASTM A615,GRADE 60 WITH
DEFORMATIONS CONFORMING TO ASTM A-305 a SHALL BE PLACED IN
CONCRETE PAD CONFORMANCE WITH ACI 318-95.
_ -1 5.EXCAVATION TO BE IN COMPLIANCE WITH OSHA REGULATIONS t SHALL HAVE
-------
e 0 ( -�——) —— —- --J( S I'�E E�' CJ(D A LEVEL BOTTOM,FREE OF LOOSE SOIL,WATER t DEBRIS. ELECTRICAL SERVICE TO THE
ELECTRICAL
- I CONNECTION POINT OF ALL GROUND
I 1 -° --'- ffi—--I- _----�----" -- - 6.WHERE FROST LINE EXCEEDS DEPTH OF BASE,EXCAVATE A MINIMUM OF 6"
I I ( N I BELOW FROST LINE. MOUNTED SIGNS IS THE DEALER'S
I I I 1 I I ELECTRICAL CONDUIT RESPONSIBILITY
1.BEARING SURFACES FOR FOUNDATIONS SHOULD NOT BE DISTURBED OR LEFT -TIME CLOCKS OR PHOTOCELLS
CONCRETE BASE ARE THE DEALER'S
I I I I I I EXPOSED DURING INCLEMENT WEATHER SATURATION OF THE CN SITE SOILS CAN RESPONSIBILITY
-————————— - CAUSE A LOSS OF STRENGTH<INCREASED COMPRESSIBILITY.IF CONSTRUCTION _CONNECTION OF THE PRIMARY
I I I II OCCURS DURING INCLEMENT WEATHER WEATHER i PLACEMENT OF FOUNDATION ELECTRICAL SERVICE IS REQUIRED
I I I I I IS NOT POSSIBLE AT EXCAVATION TIME,A LAYER OF LEAN CONCRETE SHOULD BY A QUALIFIED ELECTRICIAN t IS
04 RE-BAR®12"OG BE PLACED ON THE BEARING SURFACE FOR PROTECTION
THE RESPONSIBILITY OF THE
TOP 4 BOTTOM S.ANCHOR BOLTS SHALL BE CUT FROM ROUND STOCK CONFORMING TO ASTM DEALER
2 0 2 2 0 A36.ANCHOR BOLTS SHALL BE PLUMB 4 SQUARE a ADEQUATELY BRACED 70
PLAN PAD
PREVENT MOVEMENT DURING POUR
((o)1 3/4"0 A-BOLTS,36"MIN EMBEDMENT S.REINFORCING STEEL SHALL BE FREE FROM MUD,OIL,OR OTHER
5"LG HOOKS,d 5"OF THREAD NONMETALLIC COATINGS THAT DECREASE BOND. ��x �%w
13/4"A LEVELLING NUTS 10.MAINTAIN A MINIMUM OF 3"CLEARANCE FROM FACE OF CONCRETE TO ALL REVISIONS
REINFORCING STEEL UNLESS NOTED OTHERWISE.
CONCRETE PAD
11.DO NOT WELD REINFORCING STEEL.SIZE l PLACEMENT OF REINFORCING AS
PER DRAWING,SECURELY"TIED"TO PREVENT MOVEMENT DURING POUR
! wG 12,DO NOT PLACE CONCRETE ON FROZEN GROUND P
'' 13.FOUNDATION IS NOT DESIGNED FOR LOCATION WHERE THE SEASONAL are.r-m
FLUCTUATION OF THE WATER TABLE RISES TO AN ELEVATION HIGHER THAN cnL wm3
STATED(6'-0")ELECT CONDUIT �i
SOIL CRITERIA
POURED CONCRETE BASE FIRM DRY/MOIST ORIGINAL MATTER Saturn OF Adlrondacks
SET INTO UNDISTURBED SOIL SAFE BEARING CAPACITY OF SOIL =2500 PSF rTb9C—val NY 12205
A—
LATERAL%VERTICAL REBAR LATERAL SOIL BEARING CAPACITY OF 100 PSF/F7 OF DEPTH Atmm 58981
ELEVATION #4 RE-BAR s 12"OG WIND CRITERIA
TOP 4 BOTTOM �/►
-30 PSF ���■'
ELECTRICAL LOAD PA//ISON
BLOCK 5TYLE FOUNDAtiON -5.00 AMPS s 12OV,(U 15 AMP CIRCUIT SIGN GROUP
A DIVISION OF JIN PATTISON INDUSTRIES LTD.
PE5-2 5 —E—ERME�RIDD.O SOMSOROUO 1 ONT.,YIN{EE